US2020263723A1PendingUtilityA1
Threaded truss foundations and related systems, methods and machines
Est. expiryJul 24, 2038(~12 yrs left)· nominal 20-yr term from priority
H02S 20/32H02S 20/10E02D 27/50E02D 27/42E02D 27/14E02D 7/22E02D 5/801E02D 5/56F24S 2030/10F24S 2025/014F24S 80/00F24S 30/425F24S 30/42F24S 25/617F24S 25/10F16B 25/106F16B 25/0094F16B 25/0084F16B 25/0026F16B 25/00F16B 19/1045F16B 13/141E02D 2250/0038Y02E10/47E21B 4/16E21B 4/18E21B 7/002
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Claims
Abstract
A screw anchor for a trussed foundation system to support single-axis trackers and other structures and related methods of driving such a screw anchor into underlying ground. A hollowed tube of uniform diameter is open at both ends with a thread form beginning at one end and circumscribing a portion the tube, the thread form having a tapered lead-in. The open-ended geometry allows a mandrel or rock drill to be inserted and operated through the anchor during driving to expedite the driving process. The tapered thread form provides a lead-in for driving the anchor into a rock bore.
Claims
exact text as granted — not AI-modified1 . A screw anchor formed by the steps of:
forming a hollow, open-ended tube of steel having a substantially uniform inside diameter; attaching an external thread form beginning at a first end of the tube and terminating at a point along the tube's length; and attaching a driving coupler at a second, opposing, end of the tube, wherein the external thread form has a tapered lead-in.
2 . The screw anchor formed by the steps of claim 1 , further comprising the step of applying an anti-corrosion coating to the screw anchor.
3 . The screw anchor formed by the steps of claim 2 , wherein the anti-corrosion coating is a galvanizing coating.
4 . A method of forming a screw anchor comprising:
forming an elongated section of tubular steel having open ends and a substantially uniform inside diameter; attaching a driving coupler to a first end of the elongated section; and attaching an external thread form to the elongated section of tubular steel, beginning at a first end and terminating at a point along the section, wherein the external thread form has a tapered lead-in.
5 . The method according to claim 4 , further comprising dipping the formed screw anchor in an anti-corrosion solution.
6 . The method according to claim 5 , wherein the anti-corrosion solution is a galvanizing solution.
7 . A process for forming a component for a solar foundation comprising the steps of:
forming an elongated section of metal tube, the elongated section having a substantially uniform inside diameter and remaining open at opposing ends; forming a driving feature at one end of the elongated section; beginning at an opposing end of the elongated section, forming an external thread form that terminates at a point along the elongated section; and imparting a tapered lead-in to the external thread form.
8 . The process according to claim 7 , further comprising the step of submerging the formed foundation component in a corrosion inhibiting solution.
9 . The process according to claim 8 , wherein the corrosion inhibiting solution is a galvanizing solution.Join the waitlist — get patent alerts
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